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AS —BUILT REVISIONS 0 oi y t f0
DELETED PAVEMENT REMOVAL AND REPLACE Ittoo, "rmc y •�• 0
SLURRY SEAL, ASPHALT EMULSION, (TYPE II). �l 0� "SIR y • 1.1�
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
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84 85 86
REET IMPROVEMENT CONSTRUCTION NOTES:
ISTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO.
ISTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006.
ISTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 100'
ISED PER DRIVEWAY DETAIL, SHEET 2, UNLESS NOTED OTHERWISE.
FALLATION OF 22,000 LUMENS H.P.S.V. STREET LIGHT PER CITY OF FONTANA
404, BY OTHERS. CONTRACTOR TO COORDINATE WITH SCE FOR INSTALLATIC
ISTRUCT 7" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACT
1VE SOIL.
ISTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2").
icTDI ir%T R" n1 IDD DCD r%iTv nc MKITAAi A CTAAIn ADn nC*TAII Ain i nnn
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kND GUTTER.
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BEET IMPROVEMENT CONSTRUCTION NOTES (CONT.):
ISTRUCT WATER SERVICE AND CUSTOMER SERVICE PIPING BY FONTANA WATER CC
ITRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS.
CE LATEX MODIFIED SLURRY SEAL, ASPHALT EMULSION, (TYPE II). 1
ISTRUCT 4" ASPHALT CONCRETE DRIVEWAY APPROACH OVER 95% COMPACTED NA
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STA. 88+17.77
Q FOOTHILL BLVD.
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k. 88+64.14
-OOTHI� BL'
JVI'C VC I, T .VIV I I'CVL I HOLC:
TGT No. NORTHING EASTING BEARING DISTANCE
7 9985.46 8633.38 N89'24'01 "E 1320.39'
8 9999.28 9953.70 " ,
9 9999.70 10000.08 N89'24 01 E 46.38
S89'48'09"E 1320.26
10 9995.21 11320.32 '
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT_
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A. 101 +a4.40
FOOTHILL BLVD
A. 10+00.00
REDWOOD AVE_